HomeMy WebLinkAboutF12-0060 Calc 1 signedFIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East, Residential #1
New Castle, CO 81647 Page 2
General Project Data Report
General Data
Project Title:Lion Square Lodge-East,
Residential #1 Project File Name:Lion Square Residential 1..fiw
Designed By:Bojar VodaDate:9/16/2012
Code Reference:NFPA 13Approving Agency:VFPD
Client Name:J.L.Viele ConstructionPhone:(970) 476-3082
Address:1000 South Frontage Road West
Suite 202 City, State Zip Code:Vail, Colorado 81657
Company Name:Sprinklers R Us, Inc.Representative:Bojar Voda
Company Address:0035 Apache TrailCity And State:Carbondale, CO 81623
Phone:(970) 963-8752
Building Name:Lions Square Lodge, East BuilidngBuilding Owner:
Contact at Building:MarkPhone at Building:
Address Of Building:Lionshead PlaceCity, State Zip Code:Vail, Colorado, 81657
Project Data
Description Of Hazard:NFPA 13Sprinkler System Type:Wet
Design Area Of Water Application:784ft²Maximum Area Per Sprinkler:196ft²
Default Sprinkler K-Factor:4.90KDefault Pipe Material:TYPE M COPPER TUBE
Inside Hose Stream Allowance:0.00gpmOutside Hose Stream Allowance:100.00gpm
In Rack Sprinkler Allowance:0.00gpm
Sprinkler Specifications
Make:TYCOModel:LFII
Size:1/2"Temperature Rating:155F
NONE
Water Supply Test Data
Source Of Information:
Test Hydrant ID:Date Of Test:
Hydrant Elevation:0ftStatic Pressure:150.00psi
Test Flow Rate:500.00gpmTest Residual Pressure:140.00psi
Calculated System Flow Rate:81.85gpmCalculated Inflow Residual Pressure:93.48psi
Available Residual Pressure At
System Flow:149.65psi
Calculation Project Data
Calculation Mode:Demand
HMD Minimum Residual Pressure:7.00psiMinimum Desired Flow Density:0.10gpm/ft²
Maximum Water Velocity:20.00ft/sMaximum Frictional Loss / 100 feet:20.00psi
Number Of Active Nodes:26
Number Of Active Pipes:25Number Of Inactive Pipes:0
Number Of Active Sprinklers:4Number Of Inactive Sprinklers:0
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Lion Square Residential 1..fiwThursday, September 20, 2012, 5:42 AM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East, Residential #1
Glenwood Springs, CO 81611 Page 3
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
14.9044.0020.1116.851.0020.110.0846711.001.185
20.0044.000.0018.031.05520.11E3.000.000
TYPE M COPPER TUBE1507.38014.001.185
20.0044.000.0018.030.7519.600.290602.502.034
34.9044.0019.6016.000.81119.60T4.500.000
TYPE M COPPER TUBE15012.1707.002.034
20.0044.000.0018.031.000.000.298110.502.385
40.0044.000.0020.421.05539.71T7.500.000
TYPE M COPPER TUBE15014.5808.002.385
40.0044.000.0020.421.0021.060.0921710.671.951
54.9044.0021.0618.471.05521.06ET10.500.000
TYPE M COPPER TUBE1507.73021.171.951
40.0044.000.0020.421.500.000.108186.001.947
60.0046.000.0021.501.52760.772E12.00-0.866
TYPE M COPPER TUBE15010.65018.001.081
60.0046.000.0021.500.7521.080.332504.502.992
9994.9046.0021.0818.510.81121.08T4.500.000
TYPE M COPPER TUBE15013.0909.002.992
60.0046.000.0021.501.500.000.1876913.834.867
70.0053.000.0023.341.52781.85T12.10-3.031
TYPE M COPPER TUBE15014.34025.931.836
70.0053.000.0023.341.500.000.187692.251.548
80.0053.000.0024.881.52781.85E6.000.000
TYPE M COPPER TUBE15014.3408.251.548
80.0053.000.0024.881.500.000.187699.502.909
90.0043.000.0032.121.52781.85E6.004.330
TYPE M COPPER TUBE15014.34015.507.239
90.0043.000.0032.121.500.000.187692.582.755
100.0043.000.0034.881.52781.85T12.100.000
TYPE M COPPER TUBE15014.34014.682.755
100.0043.000.0034.881.500.000.1876912.424.602
110.0043.000.0039.481.52781.85T12.100.000
TYPE M COPPER TUBE15014.34024.524.602
110.0043.000.0039.481.500.000.187694.834.304
120.0043.000.0043.781.52781.85ET18.100.000
TYPE M COPPER TUBE15014.34022.934.304
F:\Lyons Square\Lion Square Residential 1..fiwWednesday, September 19, 2012, 4:10 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East, Residential #1
Glenwood Springs, CO 81611 Page 4
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
120.0043.000.0043.781.500.000.187697.676.526
130.0037.000.0052.911.52781.85ETB27.102.598
TYPE M COPPER TUBE15014.34034.779.124
130.0037.000.0052.912.000.000.0649116.001.688
140.0021.000.0061.522.06781.85T10.006.928
SCHED 40 WET STEEL1207.83026.008.616
140.0021.000.0061.522.000.000.0649123.002.142
150.0021.000.0063.672.06781.852E10.000.000
SCHED 40 WET STEEL1207.83033.002.142
150.0021.000.0063.672.000.000.0649137.333.721
160.0019.000.0068.252.06781.854E20.000.866
SCHED 40 WET STEEL1207.83057.334.587
160.0019.000.0068.252.000.000.06491129.179.033
170.0019.000.0077.292.06781.852E10.000.000
SCHED 40 WET STEEL1207.830139.179.033
170.0019.000.0077.292.000.000.0649110.921.358
180.007.000.0083.842.06781.85T10.005.196
SCHED 40 WET STEEL1207.83020.926.554
180.007.000.0083.842.000.000.064916.831.092
190.007.000.0084.932.06781.852E10.000.000
SCHED 40 WET STEEL1207.83016.831.092
190.007.000.0084.932.000.000.052746.581.349
200.001.000.0088.882.15781.85TB19.002.598
SCHED 10 WET STEEL1207.19025.583.947
200.001.000.0088.884.000.000.001923.500.032
210.007.000.0086.314.26081.85E13.00-2.598
SCHED 10 WET STEEL1201.84016.50-2.566
21 Backflo
Prev 7.0086.3181.85
225.00 psi7.0091.31
220.007.000.0091.314.000.000.001927.080.113
230.008.000.0091.004.26081.852ET52.00-0.433
SCHED 10 WET STEEL1201.84059.08-0.320
230.008.000.0091.004.000.000.0018717.600.146
240.008.000.0091.143.93581.854E60.400.000
TYPE M COPPER TUBE1502.16078.000.146
F:\Lyons Square\Lion Square Residential 1..fiwWednesday, September 19, 2012, 4:10 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East, Residential #1
Glenwood Springs, CO 81611 Page 5
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
240.008.000.0091.144.000.000.0018745.000.172
250.003.000.0093.483.93581.85ETG46.902.165
TYPE M COPPER TUBE1502.16091.902.337
F:\Lyons Square\Lion Square Residential 1..fiwWednesday, September 19, 2012, 4:10 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East, Residential #1
Glenwood Springs, CO 81611 Page 6
Fire Sprinkler Output Data
Overall Sprinkler Output Data
Flowing
Sprinkler
Node No.
Area Group
Code
Sprinkler
KFactor (K)
Sprinkler
Elevation
(feet)
Residual
Pressure
(psi)
Flowing Area
(ft²)
Flowing
Density
(gpm/ft²)
Sprinkler
Discharge
(gpm)
14.9044.0016.85196.000.10320.11
Sub Totals For Non-Group196.000.10320.11
34.9044.0016.00196.000.10019.60
Sub Totals For Non-Group196.000.10019.60
54.9044.0018.47196.000.10721.06
Sub Totals For Non-Group196.000.10721.06
9994.9046.0018.51196.000.10821.08
Sub Totals For Non-Group196.000.10821.08
Totals For All Groups784.000.10481.85
F:\Lyons Square\Lion Square Residential 1..fiwWednesday, September 19, 2012, 4:10 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East, Residential #1
New Castle, CO 81647 Page 7
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:3
HMD Actual Residual Pressure:16.00psi
HMD Actual GPM:19.60gpm
Sprinkler Summary
Sprinkler System Type:Wet
Specified Area Of Application:784.00ft²
Minimum Desired Density:0.100gpm/ft²
Application Average Density:0.104gpm/ft²
Application Average Area Per Sprinkler:196.00ft²
Sprinkler Flow:81.85gpm
Average Sprinkler Flow:20.46gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 0 - 0 )0.00ft/sec
Maximum Velocity Pressure ( In Pipe 0 - 0 )0.00psi
Allowable Maximum Nodal Pressure Imbalance:0.0000psi
Actual Maximum Nodal Pressure Imbalance:0.0000psi
Actual Average Nodal Pressure Imbalance:0.0000psi
Actual Maximum Nodal Flow Imbalance:0.0000gpm
Actual Average Nodal Flow Imbalance:0.0000gpm
Overall Network Summary
Number Of Unique Pipe Sections:25
Number Of Flowing Sprinklers:4
Pipe System Water Volume:94.36gal
Sprinkler Flow:81.85gpm
Non-Sprinkler Flow:0.00gpm
Minimum Required Residual Pressure At System Inflow
Node:93.48psi
Demand Flow At System Inflow Node:81.85gpm
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Lion Square Residential 1..fiwThursday, September 20, 2012, 5:54 AM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East, Residential #1
Glenwood Springs, CO 81611 Page 8
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pr
e
s
s
u
r
e
p
s
i
Flowrate(x100) gpm
150
140
114
0
20
40
60
80
100
120
140
160
180
200
1 2 3 4 5 6 7 8 9 10
Supply Curve Data
Static Pressure: 150 psi
Test Residual Pressure: 140 psi
Test Flow Rate: 500 gpm
Demand Curve Data
Calculated Residual Pressure: 93.48 psi
Calculated Flow Rate: 81.85 gpm
Excess Available Residual Pressure At Calculated Flow: 56.17 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 23.62 psi
F:\Lyons Square\Lion Square Residential 1..fiwWednesday, September 19, 2012, 4:10 PM